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DIST COUNTY ROUTE POST VILES SHEET TOTAL <br />21611 TOTAL PROJECT NO. SHEETS <br />X <br />X <br />­9 1111- 0-1 0-1 Expanded 10 Si 49 10 5 <br />1 13-1 13-2 Polystyrene,--___, <br />4-2 SwIng 2100 - <br />0 1 0-' <br />U13- I I U3-2 <br />Span BrG V4' Exp Jt <br />& bott, typ V,��I--SS/444 <br />F[fler REGISTERED CIVIL ENGINEER <br />re'aopcorner Approach Match thIckness <br />of bearIng pad <br />v */0 9 bothwqys, Span Brg ENN I D. P CCH I A <br />0 0 top & bott 'Z777 Const Jt cr: No. 3204 <br />BearIng Pad v PLANS APPROVAL DATE 4 Exp. 12/31/96 <br />IMBSEN & ASSOCIATES, INC. CIVIL <br />#61 tot 5 9833 Horn Rocd, Sulte C F C <br />Sacrcmento, CdIfor-nIc 95827 <br />*6 1 La 12 <br />RECORD DRAWIN G" <br />SECTION F-F #8 La 12 Corrections By <br />*5 *9 <br />5 &j F---1 tot 6 tot 6 @ 6 No Changes By <br />F Date <br />EXPANSION JOINT FILLER DETAIL. Any Person-Osing This Drawing Shouid Vqri�y <br />*4 &1 18 611 No Scale All information By insloectirr- T­I,,,P,�ite rif wori<. <br />Rest Pler Approach Span BrG <br />9 SwInG Span Brg <br />/Olt <br />PARTIAL PLAN SECTION E-E <br />1.131, 1.131, 21611 4"611 <br />to )----C V.- <br />v 2 For Relnf not shown a <br />see "SectIon C-C" (See Note <br />4-70" <br />PLAN I L -1 <br />BrIdge L <br />PEDESTAL DETAIL, 8 �0 tot /0 <br />Expanslon Jt. FIller <br />ro// *8 Qyp v eG <br />-'14 tot 4 1 see Detal/ ch <br />*6 tot 5 4,11,0 Ga1v Stl Condult, 10nGItud1nG1 <br />A < <br />Rest Pler 21 only (See "PIGn' shear block) <br />on 'Rest Plers 21 & 23 See note 2. <br />avo"tl ,qhppt) <br />*6 F----1 tot 4 <br />X--- <br />E E <br />-------------- <br />For Relnf not shown <br />see flSectIon C-C" <br />PARTIAL ELEVATION <br />V2 0 <br />GO strucl/o X. I <br />-XII �-- *8 �nF-� tot 4 (typ La each <br />Shear Block A long1tudInal shear block) <br />(See Note 2) <br />PARTIAL SECTION D-D *6 F---� La 12 --------------- See "Pedestal <br />L --- I Detall" & note 4 <br />V2 /'0' #6 " tot 4 <br />311m c1r For /" Anchor Belt <br />#9 0 6-0, locGtlons see <br />tot /0 Qyp o each */0 La 9 bothwGys F see Note 6 MechanlCGI - "End <br /># 8 JGck & Support <br />long1tudInal shear block) *4 La 18 Detalls" sheets. <br />Elev Rest Pler 21 +10.19 <br />14 See note 5. <br />Elev Rest Pler 23- +7.00/-",A 11 <br />See Note 6 'op 0 ON aN 0 0 <br />Const Jt. <br />F1 tot to (typ La each <br />logItudInal shear block) <br />5 [ oa 9 <br />#9 both wGys <br />F <br />0 0 <br />Note: <br />1. See `Approach Span -Rest Plers 21 & 23 <br />Detalls No. P sheet for "a"' dlfnenslon. Cj */0 v 9 8 F1 tot 10 <br />bothwGys (typ La each <br />2. Shear Block to be placed after compleflon long1tudInal shear <br />of concrete on Slab BrIdGe and SwIng Span. block) <br />3. For locaflons of Sectlons CC and DD see <br />"Rest Plers 21 & 23 LGyout" sheet. Rest Pler <br />4. Pedestal to be constructed and end support assembly 11191, 111,911 <br />Installed after swIng span concrete has been placed. <br />HeIght of pedestal Is dependant upon floal <br />deflected posItIon of swIng span. <br />5. FInGI anchor bolt locatIons to be ver1fled <br />by Englneer. SECTION C-C <br />6. Rest Pler elevGtlons shown have been set to provIde V2 0', <br />3"1" clearance between beGrInG block and top of pler <br />for end jacks. SWING SPAN <br />X COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS - DESIGN 13Y CHECKED PREPARED FOR THE . BRIDGE NO. <br />G. DINI D. PECCH I A DENNIS D. PECCHIA 29C-108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />SGnIor Enqlneer- Date ADprovcl Recommended 8,4 Date BY CHECKED <br />DETAILS PROJECT ENGINEER <br />DESIGN OVERSIGHT I I E. MAECHLER G. D I N I COUNTY OF SAN JOAQUIN POST MILE <br />C� FILE NAME DRAWER SHEET NO. BY CHECKED REST P I ERS 21 & 23 DETAILS <br />OL QUANTITIES M. BERGER K. GARC I A DEPARTMENT OF PUBLIC WORKS <br />0 SIGN OFF DATE I C IC Ink] [-� A T E-C (DDI: I IkA Al ADV Q T A ([:- ONH V) I -A P PT nF <br />Ln <br />0 <br />00 <br />D <br />CD FORM DC-OE-92-PF (REV. 3/88) <br />f� Q-T 0 (� -� v �-� <br />" v <br />ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING 41 08,-ej 0�1 /0��l 11-12 1 1 1 <br />FOR REDUCED PLANS 0 2 EA EARLIER REVISION DATES �2 ,4-2 1,-9,3 1 -9-5 1 1 1 S32 I S46 <br />